Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing DateCancelled
Tender Amount₹ 4,43,97,000
Costs
EMD
₹ 8,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Thiruthuraipoondi Block Road Work Package No- Tn21 395
Description
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Contact
Tender Id
2024_RDTN_134209_1Bid Award Id
ViewTender No
TN21395Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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in Km. 0/0-4/640
5761.25
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Construction embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification (Carted Earth)
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in Km. 0/0-4/640
5740.22
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km 0/0-1/0
223.04
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Km 1/0-2/0
222.59
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Km 2/0-3/0
224.35
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in Km. 3/0-4/0
223.04
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in Km. 4/0-4/640
144
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using fly ash obtained from industries with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using Fly Ash to improve CBR 7 to 9)) {CONTROL SECTION}
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Km 0/0-1/0
755.9
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Km 4/0-4/640
431.9
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Supplying, testing and installation of 100 cm wide coir geotextiles ( H2M6)) 400 gm/sqm with mesh or net size of 20x20 mm.
Coir should be laid with overlaps of 100 mm transversally and 300 mm longitudinally suitably stitched and duly secured to sub-grade by round head country nail of 150 mm length or bamboo/timber pegs at an interval of 750 mm as per direction of the Engineer-in-Charge. The rate is inclusive of all Govt. taxes, duties, cess as leviable but excluding transportation charges from a reputed coir Mill to the work site loading & unloading for storage of the material.
(Payment of this item will be made on the basis of finished area of coir(no separate payment to be made for overlap area) {coir}
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Km 0/0-1/0
2424.3
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in Km.1/0-2/0
5958.98
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in Km. 2/0-3/0
4290.6
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III
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Km 0/0-1/0
642.06
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Km 1/0-2/0
805.97
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Km 2/0-3/0
579.23
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in Km. 4/0-4/640
179.96
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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Km 0/0-1/0
288.34
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Km 1/0-2/0
279.98
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Km 2/0-3/0
280.43
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in Km. 3/0-4/0
287.3
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in Km. 4/0-4/640
183.18
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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Km 0/0-1/0
288.34
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Km 1/0-2/0
279.98
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Km 2/0-3/0
280.43
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in Km. 3/0-4/0
287.3
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in Km. 4/0-4/640
183.18
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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in Km. 0/2100 - 2400/4600
17589.91
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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in Km. 0/2100 - 2400/4600
17706.18
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Providing, laying and rolling of Close-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(Ussing weast plastic-25mm tk)
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Km 0/0-1/0
3877.2
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Km 1/0-2/0
3773.18
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Km 2/0-3/0
3750
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in Km. 3/0-4/0
3863.39
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in Km. 4/0-4/640
2442.41
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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logo board
3
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sign board
42
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Citizen board
1
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Name board
1
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Maintanance board
1
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-
Provision for kilometre stones
4
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Provision for Hectametre stones
19
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Construction of Pipe culvert @ Ch.1/375, 1/561, 2/392, 2/730
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Ch.Ch.1/375, 1/561,
47.4
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Ch. 2/392, 2/730
47.4
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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-
Ch.Ch.1/375, 1/561,
6.04
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Ch. 2/392, 2/730
6.04
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
Ch.Ch.1/375, 1/561,
8.04
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Ch. 2/392, 2/730
8.04
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill)
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Ch.Ch.1/375, 1/561,
12.24
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Ch. 2/392, 2/730
12.24
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill)
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Ch.Ch.1/375, 1/561,
25.86
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Ch. 2/392, 2/730
25.86
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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Ch.Ch.1/375, 1/561,
15
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Ch. 2/392, 2/730
15
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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Ch.Ch.1/375, 1/561,
19.38
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Ch. 2/392, 2/730
19.38
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Construction of 1.5 m RCC Slab culvert @ Ch.0/500, 0/763, 0/977, 1/114, 2/796, 3/544, 3/976, 3/986
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch. 0/500,0/763, 0/977
197.07
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Culvert @ Ch. 1/114
65.69
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Culvert @ Ch. 2/796
65.69
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Culvert @ Ch. 3/544, 3/976, 3/986
197.07
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Culvert @ Ch. 0/500,0/763, 0/977
42.24
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Culvert @ Ch. 1/114
14.08
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Culvert @ Ch. 2/796
14.08
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Culvert @ Ch. 3/544, 3/976, 3/986
42.24
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 0/500,0/763, 0/977
28.14
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Culvert @ Ch. 1/114
9.38
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Culvert @ Ch. 2/796
9.38
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Culvert @ Ch. 3/544, 3/976, 3/986
28.14
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch.0/500,0/763, 0/977 Below sill
89.79
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Culvert @ Ch.1/114 Below sill
29.93
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Culvert @ Ch.2/796 Below sill
29.93
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Culvert @ Ch.3/544, 3/976, 3/986 Below sill
89.79
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Culvert @ Ch.0/500,0/763, 0/977 Above sill
97.56
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Culvert @ Ch.1/114 Above sill
32.52
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Culvert @ Ch.2/796 Above sill
32.52
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Culvert @ Ch.3/544, 3/976, 3/986 Above sill
97.56
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 0/500,0/763, 0/977
10.08
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Culvert @ Ch. 1/114
3.36
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Culvert @ Ch. 2/796
3.36
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Culvert @ Ch. 3/544, 3/976, 3/986
10.08
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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Culvert @ Ch. 0/500,0/763, 0/977
9.93
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Culvert @ Ch. 1/114
3.31
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Culvert @ Ch. 2/796
3.31
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Culvert @ Ch. 3/544, 3/976, 3/986
9.93
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Culvert @ Ch. 0/500,0/763, 0/977
1.05
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Culvert @ Ch. 1/114
0.35
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Culvert @ Ch. 2/796
0.35
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Culvert @ Ch. 3/544, 3/976, 3/986
1.05
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch. 0/500,0/763, 0/977
45
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Culvert @ Ch. 1/114
15
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Culvert @ Ch. 2/796
15
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Culvert @ Ch. 3/544, 3/976, 3/986
45
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch. 0/500,0/763, 0/977
13.5
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Culvert @ Ch. 1/114
4.5
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Culvert @ Ch. 2/796
4.5
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Culvert @ Ch. 3/544, 3/976, 3/986
13.5
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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Culvert @ Ch. 0/500,0/763, 0/977
36
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Culvert @ Ch. 1/114
12
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Culvert @ Ch. 2/796
12
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Culvert @ Ch. 3/544, 3/976, 3/986
36
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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-
Culvert @ Ch. 0/500,0/763, 0/977
22.14
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Culvert @ Ch. 1/114
7.38
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Culvert @ Ch. 2/796
7.38
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Culvert @ Ch. 3/544, 3/976, 3/986
22.14
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Construction of 3.00 m RCC Slab culvert @ Ch.1/673
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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-
Culvert @ Ch. 1/673
73.95
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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-
Culvert @ Ch. 1/673
15.85
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
Culvert @ Ch. 1/673
10.56
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch.1/238 Below sill
34.59
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Culvert @ Ch.1/238 Above sill
44.76
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
Culvert @ Ch. 1/673
3.9
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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-
Culvert @ Ch. 1/673
8.1
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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-
Culvert @ Ch. 1/673
0.88
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-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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-
Culvert @ Ch. 1/673
15
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-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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-
Culvert @ Ch. 1/673
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
Culvert @ Ch. 1/673
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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-
Culvert @ Ch. 1/673
10.3
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-
Construction of 2.0 m RCC Slab culvert @ Ch.1/238
-
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-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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-
-
Culvert @ Ch. 1/238
66.16
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-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Culvert @ Ch. 1/238
14.18
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Culvert @ Ch. 1/238
9.45
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
Culvert @ Ch.1/238 Below sill
30.23
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-
Culvert @ Ch.1/238 Above sill
33.09
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Culvert @ Ch. 1/238
3.54
-
-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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-
-
Culvert @ Ch. 1/238
4.68
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-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
Culvert @ Ch. 1/238
0.48
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
Culvert @ Ch. 1/238
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Culvert @ Ch. 1/238
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
-
Culvert @ Ch. 1/238
12
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-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
Culvert @ Ch. 1/238
7.38
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-
Construction of Protective work @ Km. 0/717 LHS, 2/190LHS, 2/489LHS
-
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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-
Km. 0/717 LHS
23.29
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-
Km. 2/190LHS, 2/489LHS
115.2
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-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Km. 0/717 LHS
4.05
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-
Km. 2/190LHS, 2/489LHS
14.4
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Km. 0/717 LHS
4.05
-
-
Km. 2/190LHS, 2/489LHS
14.4
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill)
-
-
-
Km. 0/717 LHS
8.1
-
-
Km. 2/190LHS, 2/489LHS
39.27
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill)
-
-
-
Km. 0/717 LHS
15.74
-
-
Km. 2/190LHS, 2/489LHS
71.39
-
-
Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1024.3.7
-
-
-
Km. 0/717 LHS
10
-
-
Km. 2/190LHS, 2/489LHS
60
-
-
Providing and fixing 6 mm thick Bittumen felt for in expansion joint between Dirtwall & deck slab as per drawing and technical specifications
-
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-
Km. 0/717 LHS
1.01
-
-
Km. 2/190LHS, 2/489LHS
9.3
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-
Dismantling Existing CD works @ Km.0/500, 0/763, 0/977, 1/238, 3/544, 3/986, 3/976, 1/114, 1/375, 1/561, 2/392
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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-
Foundation Km. 0/500, 0/763, 0/977, 1/238, 3/544, 3/986
36.44
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
Body wall,Parapet wall Concrete @ Km. 0/500, 0/763, 0/977, 1/238, 3/544, 3/986
77.04
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete
-
-
-
Deck slab Concrete @ Km. 0/500, 0/763, 0/977, 1/238, 3/544, 3/986
13.5
-
-
Removal of all type of Hume pipe and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.,
-
-
-
Km. 0/500, 0/763, 0/977, 1/238, 3/544, 3/986
30
-
-
Km. 0/500, 0/763, 0/977, 1/238, 3/544, 3/986
5
-
-
Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
-
-
-
For the First Year from the date of completion of work
4.64
-
-
For the Second Year from the date of cpmpletion of work
4.64
-
-
For the Third Year from the date of completion of work
4.64
-
-
For the Fourth Year from the date of completion of work
4.64
-
-
For the Fifth Year from the date of completion of work
4.64
-
-
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
1
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